American Society of Civil Engineers


Lateral Load Testing Program for the Cooper River Bridge, Charleston, SC


by Dan Brown, M.ASCE, (Gottlieb Assoc. Professor of Civil Engineering, Harbert Engineering Center, Auburn University, AL 36849 E-mail: dbrown@eng.auburn.edu) and William M. Camp, M.ASCE, (Project engineer, S&ME, Inc., 840 Low Country Blvd, Mt. Pleasant, SC 29464 E-mail: BCamp@smeinc.com)

pp. 95-109, (doi:  http://dx.doi.org/10.1061/40601(256)8)

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Document type: Conference Proceeding Paper
Part of: Deep Foundations 2002: An International Perspective on Theory, Design, Construction, and Performance
Abstract: A design phase load testing program has been recently completed for the planned Cooper River Bridge in Charleston, SC. This $500 million (+/–) bridge is subject to major lateral loadings from seismic, vessel impact, and wind forces and thus the load testing program includes lateral testing as a significant component. A total of 12 drilled shaft foundations were subject to lateral loading at the three field test locations. The 2.5 m (8.5 ft) and 2.0 m (6.5 ft) diameter test shafts provide a measure of soil response during lateral loading with the following variations: 1) shafts with and without permanent steel liners, 2) cyclic loading in both sands and soft clays, 3) lateral loading at a high rate of displacement, 4) lateral loading using the split cylinder technique with embedded O-cells, and 5) test shafts loaded in sands which are subject to blast-induced liquefaction during the test loading. The paper provides an outline of the overall testing program, comparisons of measurements of the test results with the variations cited above, and the interpretation and use of the test data to develop soil properties for design.


ASCE Subject Headings:
Lateral loads
South Carolina
Load tests
Bridges
Deep foundations